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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-Finance VILL SARKARCHAK 5NO HAT P O SURJANAGAR P S HARWOOD POINT COASTAL DIST SOUTH 24 PARGANAS PIN 743374 | SURJANAGAR | SOUTH 24 PARGANAS | WEST BENGAL | 743374 | ₹8.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹9.0 LRejected-Finance BASUDEVBERIA PURBA MEDINIPUR WEST BENGAL | 24 PARAGANAS NORTH | WEST BENGAL | 700028 | ₹9.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹9.3 LRejected-Finance | ₹9.3 L | L3 | Rejected-Finance L3 |
Tender Value
₹8.7 L
EMD Value
₹17,492
Closing Date
10 Feb 2026, 5:00 pmClosed
EXECUTIVE ENGINEER, KAKDWIP IRRIGATION DIVISION
Irrigation Waterways Directorate Office of the Executive Engineer Kakdwip Irrigation Division Postal address Kakdwip, South 24 Parganas
M/R to damaged Sundarban embankment at Mouza -Brajaballavpur (Near Janar Sluice) for a length of 150 m in between Ch. 12.40 Km and 12.65 Km facing river Curzon Creek (R/B) under Patharpratima (I) Sub-division of Kakdwip (I) Division.
2026_IWD_996384_13
WBIW/EE/KIDIVISION/e-NIT- 18 (e)/2025-26
Open Tender
CIVIL WORKS
90 days
PATHARPRATIMA
Please refer Tender documents.
4 documents required · 4 mandatory
₹17,492
Yes
27 Feb 2026
3 Feb 2026
11 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (ii)12.5 cm av. Diameter
Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (iii) 12.50 cm av. Diameter
Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. To be measured at mid length).
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a) Where boats are not necessary.
Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. (a) Width of thinner end above 10 cm. and less than 15 cm. (i) Jhaw / Eucalyptus.
Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.)
Earth work from borrow pits over existing embankment or for repairs to embankment, closing breachesetc.within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile.
Extra rate over Item Nos. 1 for all kind of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. iii) from 90 m to 120 m
Extra rate over Item Nos 1.0 for all kinds of soil for every additional lift of 1.50 metre or part there of beyond the initial lift of 1.50 metre.
Supplying to site empty cement polythene bags (capacity50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
Labour charges for filling empty cement gunny bag / polythene bag (capacity50kg) with all kinds of earth (wetordry), sand or agreegates (stone/brick) and sewing as done in case of cement bags, (tying with a knot after filling will not be accepted), and stacking with in a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:-Volume of earth / sand filled bags should not be less than 0.028 cum / bag.
Dumping in position earth /sand filled gunny / poly bags (capacity50kg) within a lead of 30 metre inclusive of all lifts.
Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing /welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. 2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles.)
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